NORSOK L-005 - 图文

NORSOK STANDARD

L-005

Edition 2, May 2006

Compact flanged connections

This NORSOK standard is developed with broad petroleum industry participation by interested parties in the

Norwegian petroleum industry and is owned by the Norwegian petroleum industry represented by The Norwegian Oil Industry Association (OLF) and The Federation of Norwegian Industry. Please note that whilst every effort has been made to ensure the accuracy of this NORSOK standard, neither OLF nor The Federation of Norwegian

Industry or any of their members will assume liability for any use thereof. Standards Norway is responsible for the administration and publication of this NORSOK standard.

Standards Norway Telephone: + 47 67 83 86 00 Strandveien 18, P.O. Box 242 Fax: + 47 67 83 86 01 N-1326 Lysaker Email: petroleum@standard.no

NORWAY Website: www.standard.no/petroleum

Copyrights reserved

NORSOK standard L-005

Foreword Introduction 1 2 2.1 2.2 3.1 3.2 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14

Scope

Normative and informative references Normative references Informative references

Terms, definitions and abbreviations Definitions Abbreviations

Fundamental design requirements General Materials Strength

Corrosion resistance Temperature Leakage

Information requirements for supplier specific CFC Designation and marking

Product standard General

Normative references used in Clause 5

General description of flange design and features Standard components Designation

General requirements Dimensions

Weights of flanges Flange faces Surface finish Tolerances Marking IX seal ring

Handling, installation and assembly

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2 2 4 4 4 4 5 5 6 6 6 7 7 8 8 8 8 8 9 9 9 10 11 13 13 14 14 15 15 16 16 16 18 27 59 64 70 72 74 76 77 86

3

4

5

Annex A (Normative) Flange dimensions and weights Annex B (Normative) Seals dimensions and weights Annex C (Normative) Bolt dimensions and weights Annex D (Normative) Pressure temperature ratings Annex E (Informative) Materials Annex F (Informative) Metric bolting

Annex G (Informative) Statement of compliance Annex H (Normative) Integral flange angle selection Bibliography

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Foreword

The NORSOK standards are developed by the Norwegian petroleum industry to ensure adequate safety, value adding and cost effectiveness for petroleum industry developments and operations. Furthermore, NORSOK standards are, as far as, possible intended to replace oil company specifications and serve as references in the authorities regulations.

The NORSOK standards are normally based on recognised international standards, adding the provisions deemed necessary to fill the broad needs of the Norwegian petroleum industry. Where relevant, NORSOK standards will be used to provide the Norwegian industry input to the international standardisation process. Subject to development and publication of international standards, the relevant NORSOK standard will be withdrawn.

The NORSOK standards are developed according to the consensus principle generally applicable for most standards work and according to established procedures defined in NORSOK A-001.

The NORSOK standards are prepared and published with support by The Norwegian Oil Industry

Association (OLF), The Federation of Norwegian Industry, Norwegian Shipowners’ Association and The Petroleum Safety Authority Norway.

NORSOK standards are administered and published by Standards Norway.

Attention is drawn to the possibility that some of the elements of this NORSOK standard may be the subject of patent rights. Queries about patent rights may be directed to Standards Norway.

This NORSOK standard is based on common principles utilized by VERAX1), Vector International AS and Off.N.Galperti SpA.

The CFC as described in Clause 5 is based upon the SPO1) compact flange developed by Vector International AS.

Annex A, B, C, D and H are normative for products according to Clause 5, whilst Annex E, F and G are informative.

Experience from the first edition of this NORSOK standard has revealed a need of the following improvements, which have been incorporated into the second edition:

? Requirements in order to improve documentation of mechanical properties in 4.2. ? Nickel alloys added for flanges, see 5.6.1.

? More specific guidelines to alignment in 5.14.7 including shear force capacity of seal ring. ? Improved design of blind flange in A.3 in order to improve sealing with a rigid interface.

? Design of integral flanges in A.4 in order to make them more feasible with all type of valves and

equipment nozzle designs.

? Orifice spacers for monitoring of flow rate have been added to Clause 5, see A.7.

? Reducing threaded flanges for instrument connections have been added to Clause 5, see A.8. ? An informative bibliography has been added.

Introduction

This NORSOK standard is developed to provide an industry standard for a CFC which is an alternative to conventional flanges as specified in ASME standards, European Standard and International Standard, with reduced weight and smaller overall dimensions. In addition leak tightness reliability is increased by its inherent design features and make up procedures. The CFC may also be an alternative to other types of clamp and hub type mechanical connectors.

1)VERAX, SPO, CFS and GC - Compact Flanges are trade names of products supplied by VERAX, Vector International AS and

Off.N.Galperti SpA. This information is given for the convenience of users of this NORSOK standard and does not constitute an

endorsement by NORSOK of the products named. Equivalent products may be used if they can be shown to lead to the same results.

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The use of load carrying sealing elements, traditionally referred to as \fundamental requirements of this NORSOK standard.

It is claimed that compliance with this NORSOK standard may involve the use of a patent concerning the product given in Clause 5. However, the holder of this patent right – Patent no. NO177160 – has accepted free use of the flange configurations within the application limits contained in Clause 5.

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1 Scope

This NORSOK standard provides general design and manufacturing requirements for CFCs used for joining equipment, valves, piping and other piping components. A specific and complete CFC product standard is included in Clause 5.

2 Normative and informative references

The following standards include provisions and guidelines which, through reference in this text, constitute provisions and guidelines of this NORSOK standard. Latest issue of the references shall be used unless otherwise agreed. Other recognized standards may be used provided it can be shown that they meet the requirements of the referenced standards.

2.1 Normative references

ASME B1.1, ASME B16.5, ASME B16.20, ASME B16.25, ASME B16.34, ASME B18.2.2, ASME B1.20.1 ASME B31.3, ASME B36.10M, ASME B36.19M, ASME VIII Div. 2, ASTM A193,

Unified Inch Screw Threads (UN and UNR Thread Form) Pipe Flanges and Flanged Fittings

Metallic Gaskets For Pipe Flanges: Ring Joint Spiral Wound And Jacketed Butt welding ends

Valves - Flanged, Threaded and Welding End Square and Hex Nuts (Inch Series) Pipe Threads, General Purpose (Inch) Process Piping

Welded and Seamless Wrought Steel Pipe Stainless Steel Pipe

Boiler and Pressure Vessel Code – Alternative Rules

Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-temperature Service

EN 1092-1:2001, Flanges and their joints - Circular flanges for pipes, valves, fittings and accessories, PN

designated - Part 1: Steel flanges

EN 1779:1999, Non-destructive testing - Leak testing - Criteria for method and technique selection EN 13480 (all parts), Metallic industrial piping - ISO 2768-1, General tolerances - Part 1: Tolerances for linear and angular dimensions without

individual tolerance indications

ISO 4200, Plain end steel tubes, welded and seamless. General tables of dimensions and masses

per unit length.

ISO 4287, Geometrical product specification (GPS) — Surface texture: Profile method — Terms,

definitions and surface texture parameters

ISO 4288, Geometric Product Specification (GPS) — Surface texture — Profile method: Rules and

procedures for the assessment of surface texture

ISO 5167-1, Measurement of fluid flow by means of pressure differential devices inserted in circular

cross-section conduits running full – Part 1: General principles and requirements

ISO 5167-2, Measurement of fluid flow by means of pressure differential devices inserted in circular

cross-section conduits running full – Part 2: Orifice plates

ISO 14313, Petroleum and natural gas industries – Pipeline transportation systems – Pipeline

valves

2.2 Informative references

API Spec 5L, ASTM A105, ASTM A182, ASTM A216, ASTM A240, ASTM A320, ASTM A350,

Specification for Line Pipe

Standard Specification for Carbon Steel Forgings for Piping Applications

Standard Specification for Forged or Rolled Alloy-Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service

Standard Specification for Steel Castings, Carbon, Suitable for Fusion Welding, for High-Temperature Service

Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for Low-Temperature Service

Standard Specification for Carbon and Low-Alloy Steel Forgings, Requiring Notch Toughness Testing for Piping Components

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ASTM A351,

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Standard Specification for Castings, Austenitic, Austenitic-Ferritic (Duplex), for Pressure-Containing Parts

ASTM A352, Standard Specification for Steel Castings, Ferritic and Martensitic, for Pressure-Containing Parts, Suitable for Low-Temperature Service ASTM 494, Standard Specification for Castings, Nickel and Nickel Alloy ASTM A516, Standard Specification for Pressure Vessel Plates, Carbon Steel, for Moderate- and

Lower-Temperature Service

ASTM A638, Standard Specification for Precipitation Hardening Iron Base Superalloy Bars, Forgings,

and Forging Stock for High-Temperature Service

ASTM A694, Standard Specification for Carbon and Alloy Steel Forgings for Pipe Flanges, Fittings,

Valves, and Parts for High-Pressure Transmission Service

ASTM A705, Standard Specification for Age-Hardening Stainless Steel Forgings ASTM A790, Standard Specification for Seamless and Welded Ferritic/Austenitic Stainless Steel Pipe ASTM A928, Standard Specification for Ferritic/Austenitic (Duplex) Stainless Steel Pipe Electric

Fusion Welded with Addition of Filler Metal

ASTM A995, Standard Specification for Castings, Austenitic-Ferritic (Duplex) Stainless Steel, for

Pressure-Containing Parts

ASTM B443, Standard Specification for Nickel-Chromium-Molybdenum-Columbium Alloy (UNS

N06625) and Nickel-Chromium-Molybdenum-Silicon Alloy (UNS N06219)* Plate, Sheet, and Strip

ASTM B564, Standard Specification for Nickel Alloy Forgings EN 1591-1, Flanges and their joints - Design rules for gasketed circular flange connections - Part 1:

Calculation method

EN 10025 (all parts), Hot rolled products of structural steels - NORSOK M-630, Material data sheets for piping

3 Terms, definitions and abbreviations

For the purposes of this NORSOK standard, the following terms, definitions and abbreviations apply.

3.1 Definitions

3.1.1 can

verbal form used for statements of possibility and capability, whether material, physical or casual

3.1.2 class CL

ASME pressure class (ASME B16.5 and ASME B16.34)

3.1.3

compact flanged connection CFC

non-gasketed bolted static pipe connection including two flanges and where the bolt loads are transferred through metal to metal contact between the flange faces

3.1.4 gasket

barrier to prevent the passage of fluids, which does transmit all loads between flanges, as shown in EN 1591-1, Figure 3

3.1.5 may

verbal form used to indicate a course of action permissible within the limits of this NORSOK standard

3.1.6

purchaser

individual or organisation that buys the pipe connection on behalf of the user and/or operator or for its own use

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3.1.7 seal

component providing a barrier to prevent the passage of fluids, transmitting no significant loads between the flanges

3.1.8 shall

verbal form used to indicate requirements strictly to be followed in order to conform to this NORSOK standard and from which no deviation is permitted, unless accepted by all involved parties

3.1.9 should

verbal form used to indicate that among several possibilities one is recommended as particularly suitable, without mentioning or excluding others, or that a certain course of action is preferred but not necessarily required

3.1.10 supplier

individual or organisation that takes the responsibility for the supply of the pipe connection and its conformance with this NORSOK standard

3.2 Abbreviations

API American Petroleum Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials BL blind flange CFC compact flanged connection CL class DN nominal pipe diameter (mm) EN European Standard ID internal diameter IF integral flange (as part of some other equipment or component) ISO International Organisation for Standardisation IX special metallic seal ring applied in Clause 5 LB line blinds (including PS and PB) NCF5 NORSOK compact flange according to Clause 5 NPS nominal pipe size (inch) OD outer diameter

OS orifice spacer PB paddle blank PN nominal pressure (bar) PS paddle spacer

PTFE polytetrafluoroethylene (Teflon?) RI rigid interface RT reducing threaded flange WN weld neck

4 Fundamental design requirements

4.1 General

This clause specifies the minimum design requirements CFCs shall fulfil in order to be compliant with this NORSOK standard.

Supplier specific CFCs may refer to this NORSOK standard when additional requirements to the minimum requirements specified in this NORSOK standard are agreed between purchaser and supplier. The intension is to allow alternative designs to the products supplied in accordance with Clause 5.

A specific and complete CFC dimensional standard ranging from DN 15 to DN 1200 in pressure classes CL 150 to CL 2500 (maximum DN 600 for CL 2500) is included in Clause 5.

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CFCs shall comply with the requirements in the piping or pressure vessel code agreed between the supplier and the purchaser.

CFCs shall

? be designed for face-to-face make-up for transfer of the bolt loading through the flange faces,

? be designed so that a static mode is maintained in the bolted joint up to a specified static mode pressure

defined by the purchaser. Static mode is maintained as long as the difference between maximum and minimum nominal load sustained by the bolts in the joint does not exceed 5 % of minimum guaranteed yield load when measured from zero to static mode pressure at room temperature, and at minimum

required bolt preload. The static mode pressure shall be at least equal to or greater than hydrostatic test pressure.

4.2 Materials

Flanges covered by this NORSOK standard shall be made from raw material products as listed in Table 1.

Forged bar material shall be certified with all required testing in position T/3 in both the longitudinal and the transverse direction (T = outside diameter).

The hot isostatic pressed process is an acceptable alternative to forging.

Cast flanges, integral or loose, shall be non-destructive tested to comply with casting factor used in calculations to determine performance.

Test samples for certification testing required by the material standard shall be taken from the flange ring transverse to the dominant grain flow direction or alternatively in both axial (weld neck) and tangential (flange ring) direction relative to internal bore.

No repair welding shall be permitted without prior approval of the purchaser.

Any welding shall be carried out in accordance with a written procedure.

4.3 Strength

CFCs shall generally have a level of structural safety that is comparable to that of the connecting pipe or piping component. CFCs shall be designed against the following possible modes of failure, as appropriate:

? gross plastic deformation (excessive yielding); ? leak tightness; ? fatigue failure.

Furthermore, considerations shall be given to maximum and minimum assembly bolt preload and possible loss of bolt preload during operation due to combination of minimum assembly bolt load, pressure, external loads and thermal effects. Minimum assembly bolt load shall be determined based on assessment of accuracy of bolt preload method, short-term and long-term bolt relaxation.

Sufficient resistance against the relevant failure modes shall be demonstrated by a calculation method, which has been validated by testing. This testing shall also verify the static mode as defined by 4.1, by applying a relevant pressure and external load test. When the internal pressure is gradually increased, it shall be demonstrated by measurement of force or elongation of the bolts, that the above requirement is met up to the specified strength pressure

The calculation methods or experimental testing method shall provide sufficient safety margins consistent, where applicable, with the requirements in the piping or pressure vessel code agreed between the supplier and the purchaser. Calculation or testing shall demonstrate that shakedown is achieved at a load level defined as the ultimate capacity. Two cycles of maximum tensile or bending load is sufficient for this purpose.

Calculations shall be made for design conditions that include pressure, external loads, assembly loads, thermal effects and tightness. Design conditions include assembly (bolt-up) condition, hydrostatic test condition and operating conditions. Calculations shall be performed using dimensions of the flange joint in

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the corroded and the un-corroded condition, and the more severe case shall control. Corrosion shall be considered on all exposed surfaces.

Stresses resulting from bolt pre-loading shall be regarded as secondary stresses during testing and operation.

Nominal design stress for bolts shall be determined by the same rule as used for nominal design stress of flanges and shells, e.g. same safety factor on yield stress. Bolt materials shall be selected with due consideration to creep and relaxation.

4.4 Corrosion resistance

A CFC shall either be designed, or materials shall be selected, so that main sealing areas can not be subject to corrosion. Corrosion allowance on internally or externally exposed surfaces shall be specified by the purchaser.

4.5 Temperature

The purchaser shall specify the actual temperature range for the application.

4.6 Leakage

The maximum leakage for correctly assembled connections may be specified by the supplier according to EN 1779, and shall be expressed as leakage rate in units of gas throughput (Pa·m3/s) for a specific gas, i.e helium at room temperature and at max working pressure conditions. The circumferential length for this leakage shall also be specified. It is the responsibility of the supplier to verify that this leakage is not exceeded for the specified design conditions.

Default testing method shall be according to EN 1779. The purchaser may specify other test methods.

4.7 Information requirements for supplier specific CFC

A supplier specific product standard shall be documented by the following items of information:

? general description of suppliers CFC design and features;

? necessary design and verification documentation required by applicable code reference; ? dimensions in mm: ? overall dimensions;

? welding neck configuration; ? pipe wall thickness.

? weight of complete CFC in kg; ? temperature coverage;

? maximum allowable pressure at ambient temperature; ? pressure/temperature (P/T) dependency; ? maximum hydrostatic test pressure in bar; ? load carrying capacity:

? bending moment in kNm; ? axial load in kN;

? static mode pressure at ambient temperature in bar. ? maximum guaranteed leakage rate; ? handling procedures;

? welding and assembly procedures; ? maintenance procedures.

4.8 Designation and marking

4.8.1 Designation

In line with EN 1092-1, the following shall designate the flanges in accordance with this NORSOK standard. The designation elements shall be separated by a slash. The number of characters is not fixed.

? NORSOK standard identification: NCF4 or NCF5 to identify clause in this NORSOK standard; ? flange type abbreviation according to Table 1;

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? type of flange facing according to Clause 5 or supplier specific notation; ? nominal flange size;

? pressure class designation (PN, CL or rated pressure); ? pipe dimensions:

? for standard pipes, the wall thickness in mm to one decimal accuracy; ? for non-standard pipes, the pipe bore and wall thickness. ? material designation.

See 5.5 for typical examples.

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4.8.2 Marking

All flanges, other than integral flanges shall be marked with the suppliers trade mark followed by the flange designation and material charge (cast) identification, see below. All elements shall be separated by a slash. The number of characters is not fixed. Flanges that are identical for several pressure classes shall be marked with the highest pressure class.

? Supplier's name or trade mark. ? Designation according to 4.8.1.

? Cast number of melt identification or suitable quality control number traceable to the cast number.

See 5.12 for typical examples.

5 Product standard

5.1 General

This clause gives a product standard for CFCs that meets the requirements of Clause 4. This product standard is in accordance with ASME VIII Div.2, Appendix 4 and Appendix 6, and has been developed for use in process piping, see ASME B31.3 and EN 13480 (all parts). Additional requirements may be relevant for other applications, e.g. subsea and pipeline risers in the oil and gas industry.

This clause specifies detailed manufacturing requirements for circular steel flanged connections in class designations CL 150 (PN 20) to CL 1500 (PN 260) for nominal sizes from DN 15 (NPS ?) to DN 1200 (NPS 48) and CL 2500 (PN 420) for nominal sizes from DN 15 (NPS ?) to DN 600 (NPS 24). NPS is in accordance with ASME B36.10M and ASME B36.19M.

This clause covers welding neck flanges, WN, blind flanges, BL, spacers, PS, and spacer blinds, PB,

valve/equipment integral flanges, IF, orifice spacers, OS, reducing threaded flanges, RT and rigid interfaces, RI.

This clause covers the temperature range from -101 °C to +250 °C.

This clause contains

? flange dimensions and material requirements,

? seal ring dimensions and material requirements for steel seal rings, ? bolting dimensions and material requirements, ? weights of all flange standard components, ? structural capacity equations,

? installation and assembly instructions, maintenance,

? necessary information for manufacturing of flanges and seal components; tolerances, surface finishing and marking.

5.2 Normative references used in Clause 5

Unified Inch Screw Threads (UN and UNR Thread Form) Pipe Threads, General Purpose (Inch) Pipe Flanges and Flanged Fittings

Metallic Gaskets For Pipe Flanges: Ring Joint Spiral Wound And Jacketed Butt welding ends

ASME B1.1, ASME B1.20.1, ASME B16.5, ASME B16.20, ASME B16.25,

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ASME B16.34, ASME B18.2.2, ASME B31.3, ASME B36.10M, ASME B36.19M, ASME VIII Div. 2, ASTM A193,

Edition 2, May 2006

Valves - Flanged, Threaded and Welding End Square and Hex Nuts (Inch Series) Process Piping

Welded and Seamless Wrought Steel Pipe Stainless Steel Pipe

Boiler and Pressure Vessel Code – Alternative Rules

Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-temperature Service

EN 13480 (all parts), Metallic industrial piping ISO 2768-1, General tolerances - Part 1: Tolerances for linear and angular dimensions without

individual tolerance indications

ISO 4287, Geometrical product specification (GPS) — Surface texture: Profile method — Terms,

definitions and surface texture parameters

ISO 4288, Geometric Product Specification (GPS) — Surface texture — Profile method: Rules and

procedures for the assessment of surface texture

ISO 4200, Plain end steel tubes, welded and seamless. General tables of dimensions and masses

per unit length.

ISO 5167-1, Measurement of fluid flow by means of pressure differential devices inserted in circular

cross-section conduits running full – Part 1: General principles and requirements

ISO 5167-2, Measurement of fluid flow by means of pressure differential devices inserted in circular

cross-section conduits running full – Part 2: Orifice plates

ISO 14313, Petroleum and natural gas industries – Pipeline transportation systems – Pipeline

valves

5.3 General description of flange design and features

Figure 1 shows the NCF5 and its seal system.

The flange face includes a slightly convex bevel with the highest point, called the heel, adjacent to the bore and a small outer wedge around the outer diameter of the flange. The NCF5 is made up by tightening/tensioning the flange bolting which pulls the two connector halves together.

For the IX seal ring, axial forces are exerted on the taper of the metal seal ring and translated into a radial sealing force. Furthermore with increased pre-load, the bevel is closed and face to face contact is achieved at the outer wedge while most of the bolt pre-load is transferred as compressive forces between the flange faces at the heel, see Figure 1. The arrows in the figure indicate the applied forces/pressure and the contact forces after make-up and during normal operation.

The principle design of the flange face includes two independent seals. The first seal is created by

application of seal seating stress at the flange heel. However, an undamaged flange heel may not seal at any extreme load condition, but the heel contact will be maintained for pressure values up to 1,8 times the flange rating at room temperature. This requirement is only applicable when the WN thickness fulfils the code requirement for minimum pipe wall thickness for the actual material. This pressure will also represent the static mode pressure. The flange also remains in contact along its outer circumference at the flange faces for all allowable load levels. The main seal is the IX seal ring. The seal ring force is provided by the elastic stored energy in the stressed seal ring. Any heel leakage will give internal pressure acting on the seal ring inside intensifying the sealing action.

The design aims at preventing exposure to oxygen and other corrosive agents. Thus, this prevents corrosion of the flange faces, the stressed length of the bolts and the seal ring.

The back face of the flange in the made-up position is parallel to the flange face in order to prevent bending of the bolts in the assembled condition.

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Figure 1 – How the NCF5 works

5.4 Standard components

The types of flanges specified in this subclause are given in Table 1 and Figure 2 showing the flange types with the relevant designations.

Table 1 – Types of flanges and accepted raw material forms for manufacture

Type Description Raw material product forms abbreviation

WN Weld neck flange Forging or Forged bar BL Blind flange Plate, Forging or Forged bar IF Integral flange as part of some other Forging, Forged bar or Casting

equipment or component

RI Rigid interface as part of some other Plate, Forging or Casting

equipment or component

PB Paddle blank Plate, Forging or Forged bar PS Paddle spacer Plate, Forging or Forged bar OS Orifice spacer Plate, Forging or Forged bar RT Reducing threaded flange Forging or Forged bar

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WELD NECK

INTEGRAL

RIGID INTERFACE

BLIND

PADDLE BLANK

PADDLE SPACER

ORIFICE SPACER

REDUCING THREADED

Figure 2 – Components in the NCF5 standard

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5.5 Designation

The flange designations shall be according to 4.8.1.

Examples of designation are given below:

Example 1 Designation of WN flange in CL 600 with IX groove, nominal size DN 250 with pipe schedule 40S, i.e. 9,3 mm wall thickness and material A182F51 (duplex):

NCF5/WN/IX/DN250/CL600/9.3/A182F51

Example 2 For designation of a BL flange in CL 2500 with IX groove, nominal size DN 200 and with material A516 grade 70 (low temperature carbon steel):

NCF5/BL/IX/DN200/CL2500/A516gr70

Example 3 Designation of a RT flange in CL900 with IX groove, nominal size DN 25, threaded outlet not specified (DN 15 NPT is default, see A.8), and with material A182F316 (stainless steel):

NCF5/RT/IX/DN25/CL900/DN15NPT/A182F316

5.6 General requirements

Requirements herein are additional to those listed in 4.2.

5.6.1 Flange material

The NCF5 covers flanges made of steel and nickel alloys. It is assumed that the flange material has a

Young's modulus in the range 190 000 MPa to 210 000 MPa at room temperature. Minimum specified yield strength for flanges to this NORSOK standard is at room temperature 205 MPa. For lower strength

materials, the flange size, the bolt pre-tension force and flange face angle shall be determined based on the actual design requirements. The principles of Clause 4 shall then be utilised.

Stainless steel overlay welding of flange faces and seal groove is not considered necessary when interfacing carbon steel and stainless steel flanges.

Annex E gives references to material standards for forged flanges listed by ASME B31.3.

5.6.2 Bolting

It is a design requirement to use bolts of the minimum strength as to ASTM A193 gr.B7.

Imperial standard bolts threaded at both ends or full length may be used. Heavy hex nuts (ASME B18.2.2) shall be used. Threads shall be coarse series, CL 2A (ASME B1.1), and nuts shall be coarse series, CL 2B. The specified tolerances shall be met after galvanising or other surface treatment. Nominal diameters of 1 in and smaller shall be coarse thread series (UNC); nominal diameters of 1? in and larger shall be of the 8 thread series (8 UN).

Metric bolting may be used if specified by the purchaser. This may affect assembly and bolt preloading procedures. Annex F describes which metric bolts to choose for replacing the listed imperial bolts. 5.6.3 Bolt dimensions and weights

Dimensions and weights of bolts and nuts can be found in Annex C. This annex also describes dimensions of washers/sleeves where this should be used in order to control bolting load during assembly.

5.6.4 Seals

The NCF5 uses a steel seal ring (IX).

The IX seal ring dimensions, design characteristics and typical materials used are given in 5.13.

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5.6.5 Pressure/temperature ratings

Generally flanges covered by NCF5 shall be designated as one of the given classes in Table 2

Table 2 – Pressure class designation and ASME rating ceiling values to ASME B16.5

Pressure class Class Nominal ASME pressure

abbreviation pressure rating ceiling

values

psig barg

Class 150 CL 150 PN 20 290 20,0 Class 300 CL 300 PN 50 750 51,7 Class 600 CL 600 PN 110 1500 103,4 Class 900 CL 900 PN 150 2250 155,2 Class 1500 CL 1500 PN 260 3750 258,6 Class 2500 CL 2500 PN 420 6250 431,0

Flanges covered by a class of Clause 5 will stand the maximum rating of the corresponding ASME B16.5 class over the temperature range covered by NCF5. This corresponds to a utilization factor of 0,5 according to Annex D, which gives a method for determining the external load capacity for flanged connections.

For integral cast flanges also some design codes use the concept of “casting factors”. The yield strength should in such cases be multiplied by the relevant casting factor before used in the capacity equations

5.7 Dimensions

5.7.1 Range of nominal sizes

A summary of the DNs applicable to each rating class is given in Table 3.

5.7.2 Weld neck (WN) dimensions

The minimum outside diameter of the WN of WN flange is equal to the nominal outside diameter of the pipe. The maximum bore is equal to the specified nominal bore. This assures that the minimum WN thickness is equal to or larger than the wall thickness of the connected pipe.

5.7.3 Flange dimensions

Dimensions of the flanges shall be in accordance with the information given in Annex A (see Table 3 for an overview).

5.7.4 Welding end preparation

Details for the weld preparation for WN flanges are given in ASME B16.25. Other welding end preparations can be agreed between supplier and purchaser.

5.7.5 Bolt holes

All bolt holes shall be equally spaced on the bolt circle diameter. Bolt holes on integral flanges shall straddle the horizontal or vertical lines, see Figure 8.

5.8 Weights of flanges

Calculated weights of flanges are based on nominal dimensions given in Annex A and density equal to 7,85 kg/dm3.

NOTE The SI unit system specifies “N” (Newton) as unit for force (weight is a force). However, in this NORSOK standard “kg” is used as unit for weight.

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Table 3 – Overview of sizes and rating class (CL)

DN NPS CL 150 CL 300 CL 600 CL 900 CL 1500 15 ? ?

Equal Equal Equal

20 ? ?

to to to

25 1 ? CL 2500 CL 2500 CL 2500 40 1 ? ?

Equal

Equal to 50 2 Equal to ? ?

to

CL 1500 CL 1500 65 2 ? ? ? CL 300

80 3 ? ? ?

Equal to

100 4 ? ? ? CL 900 125 5 ? ? ? 150 6 ? ? ? ? 200 8 ? ? ? ? ? 250 10 ? ? ? ? ? 300 12 ? ? ? ? ? 350 14 ? ? ? ? ? 400 16 ? ? ? ? ? 450 18 ? ? ? ? ? 500 20 ? ? ? ? ? 550 22 ? ? ? ? ? 600 24 ? ? ? ? ? 650 26 ? ? ? ? ? 700 28 ? ? ? ? ? 750 30 ? ? ? ? ? 800 32 ? ? ? ? ? 850 34 ? ? ? ? ? 900 36 ? ? ? ? ? 950 38 ? ? ? ? ? 1000 40 ? ? ? ? ? 1050 42 ? ? ? ? ? 1100 44 ? ? ? ? ? 1150 46 ? ? ? ? ? 1200 48 ? ? ? ? ?

Edition 2, May 2006

CL 2500

? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ?

NOTE ”Equal to CL xxxx” means that the dimensions are equal for the referred pressure class, the flange shall then be marked with the higher pressure class, see 5.12.

5.9 Flange faces

This clause includes grooves for IX-type flange facings. Flange face dimensions are given together with all other flange dimensions in Annex A.

5.10 Surface finish

The flange surfaces shall be machined to comply with the requirements of Table 4 below, see ISO 4287. A sample of at least 10 % of the batch shall be checked by methods defined in ISO 4288.

Table 4 – Surface finish for flanges

Ra max. Location Ra min.

μm μm

OD surface of IX groove - 0,8

Flange heel face - 0,8

Flange face general and IX groove - 1,6

Bolt holes - 12,5 All other surfaces - 6,3

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5.11 Tolerances

Tolerances on dimensions of flanges shall be as given in Annex A, Table A.12. Medium tolerances to ISO 2768-1 shall be used for non specified tolerances.

5.12 Marking

5.12.1 General

The flange marking shall be according to 4.8.2.

The example below is for a DN 250 WN flange CL 600 for a pipe wall thickness of 9,3 mm. The material is ASTM A182 F51 (duplex SS) and the heat number is F1245.

Example for a supplier by the name of XXX:

XXX/NCF5/WN/IX/DN250/CL600/9.3/A182F51/F1245

5.12.2 Stamping

Where steel stamps are used, the marking shall be positioned on the rim of the flange. Care should be taken to ensure that steel stamp markings are not liable to cause cracks in the flange material, i.e. use soft nose stamps.

5.13 IX seal ring

The IX seal ring design exists in one size per DN covering all pressure classes in Clause 5.

5.13.1 Designation

The IX seal ring is designated as described below. The designation elements shall be separated by “/” (slash). The number of characters is not fixed.

? Standard identification - NCF5.

? Type - and ring size - IX and the appropriate DN. ? Material designation.

Example:

Designation of an IX seal ring for DN 250 and material A182F51 (Duplex):

NCF5/IX250/A182F51

5.13.2 Typical seal ring materials

Typical minimum yield stress and ultimate stress for the seal ring material shall at maximum design

temperature be 300 MPa and 360 MPa, respectively, in order to allow for reasonably elastic spring-back.

Lower strength may be used, but is not recommended. The user is responsible for selecting a seal ring

material which is suitable for the service medium and the design temperature conditions. Seal ring materials are commonly chosen to be compatible with the flange material, i.e. duplex seal ring in duplex flange.

For in service use, Table 5 gives a guideline for seal ring selection.

Annex E gives references to seal ring material specifications that may be used.

5.13.3 Dimensions

Metallic IX seal rings shall have dimensions and tolerances as specified in Annex B. Medium tolerances to ISO 2768-1 shall be used for non specified tolerances. Figure B.2 gives nomenclature used in Table B.2 and Table B.3.

5.13.4 Weights

Annex B gives calculated weights of seal rings based on nominal dimensions and density equal to 7,85 kg/dm3.

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Table 5 – Seal ring selection

Service temperature Seal ring material Seal ring PTFE colour-50°C to +250°C Carbon steel CS360LT Blue

or low alloy steels, e.g.

AISI 4140

-50°C to +250°C 22Cr Duplex Yellow -50°C to +250°C 17/4-PH Orange -101°C to +250°C Nickel alloys such as Black

Alloy 625 or similar

Flange material Carbon steel Stainless steel Stainless steel Stainless steel

NOTE 1 For testing purposes at ambient temperature, a carbon steel ring can be used for all flange materials. NOTE 2 Listed seal ring materials may be less resistant to corrosion than the stainless steel of the flanges, and this is justified by the low probability of corrosion due to the stressed contact between heel areas of the mating flanges, and due to the seal at the outer circumference of the flanges preventing ingress of moisture and water.

5.13.5 Surface finish

All seal ring surfaces shall be machined finished with maximum surface roughness in accordance with Table 6, see ISO 4287.

Table 6 – Surface finish for seal rings

Location Ra max.

μm

Sealing faces 0,8 All other surfaces 6,3 5.13.6 Inspection and testing

No special requirements regarding hardness are required for the IX seal ring as opposed to standard ring-joint gaskets to ASME B16.20.

There is no requirement for Charpy impact testing of seal ring materials. 5.13.7 Coating

Seal rings shall be coated with 10 μm to 30 μm PTFE coating. The colour of the coating shall follow the requirements of Table 5. 5.13.8 Marking

5.13.8.1 General

All seal rings shall be marked with the suppliers trade mark followed by the seal ring designation and material charge (cast) identification, i.e. as follows:

1. suppliers name; 2. designation;

3. cast number of melt identification or suitable quality control number traceable to the cast number, e.g. F1245.

Example (XXX supplier):

XXX NCF5/IX250/A182F51/F1245

Stamping or other suitable marking shall be positioned on inner diameter of the ring.

5.13.8.2 Stamping

Where steel stamps are used, care should be taken to ensure that the sealing faces are not damaged.

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5.14 Handling, installation and assembly

5.14.1 General

This information serves as a guide during handling, welding and assembly of NCF5. In addition, it contains procedures for preload qualification.

NOTE: All NCF5 products shall be supplied without any damages and scratches, i.e. 5.14.7 applies to damages occurred on sites for fabrication and installation of piping only.

5.14.2 Protection

Flanges shall be supplied with suitable protection of the flange face, such as plywood boards or plastic caps. They should not be removed prior to field assembly to minimise the likelihood of accidental damage - except for inspection, welding and stress relieving of the weld area. Seal rings should be stored in its original packing until final installation. Careful handling is of the utmost importance.

5.14.3 Flange handling

Flanges shall not be lifted by slinging through the bore of the flange, as this may damage the seal surface and the bevelled end. It is preferable to lift using the bolt holes or other suitable lifting points.

5.14.4 Welding

Protect the flange sealing faces with an inhibitor to prevent oxidisation during pre-heating and stress relieving.

Ensure that the sealing faces are protected from scratching and weld splatter. The alignment tolerances are similar as for conventional ASME/ANSI flanges. If flanges welded to the pipe spools are not to be assembled immediately, coat the sealing faces with grease or another type of preservative.

5.14.5 Painting

If the flange is to be shot-blasted and painted, then it is imperative that the plywood board or protective cap is left on preferably also sealed off by strong adhesive tape to prevent damage to the sealing faces. No contact areas should be painted in order to avoid loss of bolt preload. This includes flange faces and nut bearing areas.

Figure 3 – Flange areas to be protected

5.14.6 Procedure personnel and equipment for assembly

For flanged connections, which rely on axial compression to activate the seal and to ensure a static mode of action, the capacity depends directly on the bolt pre-stress achieved. Bolt preloading procedures and personnel shall be qualified according to 5.14.11. Ensure use of skilled workmen and correct equipment. Final preload tools should be well maintained and should have accuracy within ± 2 % of the torque or tension to be applied, see Table 8.

5.14.7 Preparation before final preloading Clean and check

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Use a nonabrasive soft cloth to clean all components with solvent to remove grease, preservation and dirt. Special care should be taken on sealing faces and contact areas. Check that all components are of correct material and size.

Inspection and repair, see Figure 3 and Figure 4, and Table 7 Examine all sealing surfaces for mechanical damage and rust. The sealing faces rely on a good surface finish. These surfaces should therefore be free from leak path scratches, damage marks and other surface irregularities. Use a suitable light source and run the fingertip over seal surfaces to detect dents and gouges. Polish off any small scratches on the heel, seal ring and seal ring seat with fine emery cloth in the

circumferential direction only. Polish at least one third of the circumference to ensure a uniform blending of the re-work area. Lateral polishing is unacceptable. Larger flange damages may require flange face re-machining.

Figure 4 – Repair of heel

Table 7 – Damage repair guide

Damage and location

Scratch or dent at the heel, covering less than ? of the heel width.

Scratch or dent at the heel, covering ? or more of the heel width.

Small scratch in seal ring seat location.

Outer wedge. Remove any burr standing proud of the surface by grinding/filing. Seal ring sealing faces. Replace seal ring.

Inspect bolt threads and nut bearing area to verify that there is no evidence of galling or other damage. The surface shall be completely intact. If any sign of damage, discard and replace.

IX seal ring – Installation and check for stand-off When the seal ring is placed in the groove by hand, it should rock slightly in the groove, i.e. the ring should be unable to firmly contact the groove bottom. If this is not the case the seal will need replacing.

NORSOK standard

Remedy

Grind with fine emery paper to the required depth. Finish with emery paper grade 240.

Grind with fine emery paper to the required depth. Finish with emery paper grade 240. The depth after grinding should be

maximum 0,1 mm. ”Repair” large scratches with a suitable sealant (gasket eliminator).

Grind with fine emery paper. Finish with emery paper grade 240.

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Use a pull up cord as shown on Figure 7 when installing the IX ring between flanges in horizontal piping, and remove the cord when the ring has entered the flange grooves on each side.

Use of lubrication and sealant Assembly of compact flanges does not require use of lubricants or sealants if flange sealing surfaces are undamaged. On repeated assembling operations it is recommended to lubricate sealing surfaces by applying a layer of thin oil. If flange sealing surfaces have been damaged, a layer of a suitable sealant should be applied to ensure tightness, see Figure 4 and Table 7.

Lubricate The nut thread and nut bearing surfaces on the flange should be lubricated in accordance to the qualified procedure when torque is used to achieve the final preload.

Figure 5 – Thread lubrication

Figure 6 – Flange assembly alignment

Alignment With the seal ring in the groove of one of the flanges (parallel standoff), bring the other flange into alignment, see Figure 6. The load to bring into alignment shall not exceed the maximum load given in the section below. The shear load capacity of the IX seal ring is given in Annex B.3. The bolt holes should be positioned so that the bolts can be moved easily.

Fitting The stud shall protrude one to two threads from the nut on the side where the tool is not used. Loosely

assemble the studs and nuts. As the flanges are drawn together by the tightening of the bolts, the IX ring will provide the final alignment of the flange prior to full make-up of the joint.

Tighten the bolts using a spanner in a criss-cross pattern, such that the seal ring standoff is closed and there is face-to-face contact at the heel. Typically 10 % of final bolt tightening torque should be sufficient, see

Table 8 for non-restrained pipe-work. However, if misalignment will require a higher load in order to bring the flange heels together, do as follows:

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Step 1: Pull flanges together without the seal ring, and measure applied force when flange heels are

touching around the whole circumference. Acceptance limit: No bolt shall be loaded more than 15 % of the target preload in Table 8.

Step 2: Release and insert the seal ring. Pull flanges together. If closing of the gap between the flanges at the outer rim is impossible within the target preload values of Table 8, this is cause to reject the alignment.

If final preload is not applied immediately, it is preferably to seal off the flange faces with adhesive tape to avoid foreign particles to enter the gap between the flange faces.

Figure 7 – Seal ring installation

Figure 8 – Bolt pre-loading sequence

5.14.8 Final pre-loading procedure

Tighten bolts in a diagonal sequence as illustrated in Figure 8. The bolt preload shall be applied in suitable steps. Especially when using only one tool the preload used in the first step shall not be greater than 30 % of the total preload. Start with the bolt where the flanges have the largest gap.

Tighten bolts to 100 % of the applied tension or torque values given In Table 8 for imperial standard bolting, and see Annex F for metric bolts. The flanges are stronger than the bolts and can not be overloaded by the bolts. Continue torque or tensioning the bolts until the nuts can not be turned with the preset max load value from the tool. Check that the flange gap at the flange outside diameter is closed all around the circumference of the connection.

If closing of the gap at the outer rim was just achieved at the target value of Table 8 due to misalignment, it is recommended to increase the final pre-load to 5 % above the target value of Table 8.

5.14.9 Maintenance

NCF5 connections do not require special maintenance if correctly assembled. Seal ring may be reused if they have sufficient standoff, see 5.14.7, and are free from defects. Minor rust, burrs or scratches on sealing faces shall be removed, see 5.14.7, Inspection and repair.

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5.14.10 Disassembly

Before disassembling compact flanged connections, verify that all pressure has been bled form the line. As a safeguard, the bolting should be slackened (1/6 turn first time) gradually in a criss-cross sequence enabling a controlled release of fluid. Then remove the bolting completely. Once the flange is fully disassembled and inspected, it is advisable to re-apply suitable surface protection and protection on the flange faces and seal ring.

When disassembling the flanges, great care should be exercised to avoid damaging the outer diameter seal. Hence, the use of standard flange spreaders should be avoided. However, such tools may be used if

suitable jacking brackets are welded to the flange diameter. Spreader tools designed for use in the bolt holes may be used.

Table 8 – Final bolt tension and torque values

Applied tension Applied torque with torque tool and Stud bolt Target residual

a cb c

with tension tool lubricant size preload

kN kN in μ=0,12 d

Nm

?-UNC 44 98 ?-UNC 71 192 ?-UNC 106 134 341 ?-UNC 147 186 544 1-UNC 193 244 816 1 ?-8UN 255 323 1194 1 ?-8UN 325 412 1671 1 ?-8UN 405 512 2261 1 ?-8UN 492 623 2989 1 ?-8UN 589 745 3840 1 ?-8UN 693 878 4859 1 ?-8UN 807 1022 6020 2-8UN 929 1177 7351 2 ?-8UN 1199 1519 10610 2 ?-8UN 1503 1904 14665 2 ?-8UN 1667 2111 17766 3-8UN 2004 2539 23240 3 ?-8UN 2373 3006 29736 3 ?-8UN 2773 3512 37258 3 ?-8UN 3204 4058 46046 4-8UN 3666 4643 56008 NOTE Bolting material: ASTM A193 gr.B7, ASTM A193 gr.B16 and ASTM A320, gr.L7 and gr.L43 a Target minimum pre-stress is 75 % of yield such that a minimum of 70 % is achieved due to uncertainties in the make-up procedure. Bolt root diameter used.

b

The applied tension is equivalent to 95 % of yield in bolt in order to ensure that a minimum of 75 % of yield (target residual value) is left when preload is transferred from the tension tool to nut.

c

Washers may be necessary for some flanges to achieve sufficient residual bolt load with tension tool.

d

Torque tests with a specified lubrication procedure shall be performed to determine the appropriate coefficient of friction. Full filling of threads with lubricant is recommended. 5.14.11

Bolt tensioning qualification procedure

5.14.11.1 General

This clause describes procedures for qualification of bolt preloading with hydraulic tensioning or hydraulic torque methods. The target minimum prestress should be 75 % of yield such that a minimum of 70 % prestress is achieved after losses due to time dependent strains (relaxation). However, the target value should be lower for bolts of higher strength than required in 5.6.2, and also lower for some metric bolts, see Annex F. This procedure applies to bolt sizes above ? in or M12. Standard spanners used by trained

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personnel may be used for smaller sizes, i.e. no special procedure is necessary. However, the personnel shall be trained to recognize suitable torque according to yield strength properties of the bolts, and the requirements of 5.14.7 apply.

The requirement for skilled operators is a very important aspect, which often is neglected. The complete assembly of tool and torque/tension measurement instrument shall be calibrated together and have a

calibration traceable to a recognised international standard. Finally in order to achieve good accuracy and repeatability operators shall be technically qualified and experienced in assessing surface conditions, lubricant application and tool performance. 5.14.11.2 Torque preloading

5.14.11.2.1 Background

Preloading by torque is achieved by applying a measured torque to a bolt and nut with a controlled

lubrication. For bolts of moderate length the required torque is with good accuracy given by the following expression:

Fp?p?T==?μn×dn+1.155×μt×dt+?

π?2?

where

torque applied to the bolt required bolt preload

coefficient of friction of nut bearing surface effective contact diameter of nut face

(average between width of cross flats and diameter of bolt hole)

μt = coefficient of friction of threads dt = effective (mean) contact diameter of

threads

p thread pitch

The nut and thread friction is set equal to μ in Table 8, i.e. μ = μn = μt. It is seen that the coefficients of friction are of dominant importance to the achieved preload. The coefficients of friction are sensitive to a number of factors:

? bolt/nut material; ? bolt surface coating; ? type; ? amount; ? condition;

? method of application; ? contamination;

? temperature of the lubrication of the bolt threads and nut bearing surface; ? hardness of all parts; ? surface finish;

? speed with which the nut is tightened;

? the fit between threads and thread tolerances.

Consistent application of bolt lubrication is vital in maintaining the consistency of induced bolt stresses at assembly with torque methods. Change of lubrication will change friction coefficient and hence the required torque.

5.14.11.2.2 Equipment Use the following equipment:

1. a torque wrench with a current calibration certificate or, a hydraulic torque tool with a pressure gauge of class 1.6 or with better accuracy and with a calibration certificate;

2. a hollow load cell with a capacity at least equal to the yield strength of the bolt. The capacity should

desirably not exceed twice the yield capacity of the bolt. The load cell shall have a valid (not more than 12

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T FP μn dn

= = = =

NORSOK standard L-005

Edition 2, May 2006

month old) calibration certificate traceable to a recognised national standard from an accredited laboratory;

3. two solid steel backing plates with one hole in each to suit the bolts;

4. suitable bolt lubricant such as a MoS2 lubricant supplied in a closed container such as an aerosol or a tube or box;

5. five sets of bolts with nuts for calibration test.

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5.14.11.2.3 Calibration and qualification The following procedure shall be followed:

1. place load cell between reaction plates, enter bolt and nuts and pull hand tight after lubricating according to lubrication procedure. Centre the bolt on the load cell; 2. apply specified torque value; 3. record bolt force achieved;

4. repeat steps 2. and 3. with the remaining bolt sets; 5. calculate the mean tensile load achieved;

6. calculate the standard deviation of the tensile load achieved;

7. calculate the minimum bolt tension as the mean value less one standard deviation and check to see that this exceeds the minimum bolt load specified;

8. calculate the maximum bolt load as the mean plus one standard deviation and the corresponding axial bolt stress as well as the shear stress due to the applied torque. Check that the equivalent von Mises stress does not exceed the yield strength of the bolts;

9. if the checks in 7. or 8. are not satisfied revise the specified bolt torque or the lubrication procedure or chose a new lubricant and repeat the same procedure using new bolts and nuts until satisfied. 5.14.11.2.4 Lubrication procedure

The purpose of this lubrication procedure is to apply bolt lubrication as consistently as possible without contaminating the lubricant. Apply lubricant in a manner that can easily be repeated giving a consistent amount of lubricant. To achieve this it is recommended that the threads shall be filled with lubricant. 5.14.11.3 Hydraulic tension preloading

5.14.11.3.1 Background

Any bolt tensioner exhibits a load transfer loss as the bolt load is transferred from the bolt tensioner to the nuts. The bolt load loss is a direct loss of stud elongation, this due to many different factors, such as thread deflections, radial expansion of the nut and ”Bedding in” of the nut into the flange. Extra load shall be applied so the bolt will relax down to the required load on load transfer. The load transfer loss can be calculated as:

Δ = 0,9 d/l

where Δ = fraction of the initially applied pre stress lost in

transfer

d = nominal bolt diameter l = clear bolt length between engaged threads

If the bearing surface is flexible this shall be allowed for by calculating the equivalent effective bolt length. The d/l ratio should not exceed 0,222 which corresponds to a load transfer loss of 0,20. The bolt length may have to be increased by using washers for some flanges. Refer to tables in Annex C for details. 5.14.11.3.2 Equipment

The following equipment is required:

? a hydraulic tensioner;

? an electronic load cell with a valid calibration from an accredited laboratory traceable to a recognised national standard;

? two solid steel backing plates; ? five bolts with nuts.

5.14.11.3.3 Qualification and calibration The following procedure shall be followed:

1. place the load cell between the reaction plates, insert bolt and attach nuts; 2. install bolt tensioner and apply estimated initial tensile load; 3. make transfer and record achieved pre-load; 4. repeat step 1. to step 3. for all five bolts; 5. calculate the mean tensile load achieved;

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6. calculate the standard deviation of the tensile load achieved;

7. calculate the minimum bolt tension as the mean value less one standard deviation and check to see that this exceeds the minimum bolt load specified;

8. calculate the maximum bolt tension as the mean value plus one standard deviation and check to see that this is lower than the maximum bolt load specified.

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Annex A (Normative)

Flange dimensions and weights

=

A.1 Symbols

outside diameter of neck

the maximum outer diameter to accommodate standard tools minimum neck outer diameter listed in Table A.1 to Table A.6 the cross section area of the neck/pipe calculated from t015.

the cross section area of a special flange neck geometry calculated from teqv. bore diameter, the bore should not exceed the maximum listed bore in this NORSOK standard

Bmax == maximum listed bore diameter. Bmin = the minimum bore diameter for which the face angles are valid B1 = minimum bore diameter for flange to be blinded. Also start diameter for blind and

reducing threaded flange face angle.

Da1 = ID of groove Da3 = OD of groove dB bolt size BCD == bolt circle diameter DW1 = inner recess diameter DW2 = outer recess diameter DW3 = outside diameter of flange DW4 = flange to neck fillet OD E1 = depth of groove E2 = depth of recess E3 = depth of recess for gasket HC2 = swivel collar thickness HP1 = thickness of PB, PS and OS HW3 flange thickness HW5, HT5 = overall length L = bolt hole diameter L1,L2,L3 = bolt hole depths

= number of bolts nB

R1 radius R2 radius R3 = radius (maximum value tabulated) RV1 = neck to flange ring radius on integral flanges t = pipe wall thickness tmin = minimum neck thickness that can be used which is defined by the standard pipe

outer diameter, A, and maximum listed bore diameter, Bmax.

= the maximum neck thickness that can be used which is defined by Amax and the tmax

minimum listed bore diameter

t015 = the wall thickness giving the smallest possible face angle (0,15°). teqv = the wall thickness calculated from a special flange neck geometry. X = half major ellipse axis Y = half minor ellipse axis αA2 groove angle αB1 = flange face bevel angle αB2 = effective face angle/rear face bevel angle A = Amax = Amin = Area015 = =

=Areaeqv = B =

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? 6802468024N ? ? 112234511111222 N 5050050050000000000D1224568025050505050111223344556 78 fo 43 egaP dradnats KOSRONNORSOK standard L-005 Edition 2, May 2006 rof 6.A elbaT ot 1.A elbaT ni dnuof era snoisnemid rehto llA .woleb gniward eht ni denifed era dna esualc siht ni nevig era segnalf dnilbs eehgt nota ciflfidc e.npsse gBlisn noalfis nN3emW ieh A.Dt )LB( segnalf dnilb rof serutalcnemoN – 2.A erugiF 78 fo 53 egaP dradnats KOSRONNORSOK standard L-005 Edition 2, May 2006 segnalf dnilb 006 LC dna 003 LC ,051 LC rof snoisnemiD – 7.A elbaT 2 0003468832435546544455452452352B °1111111111111111111111111111111α...............................0000000000000000000000000000000 1 5550257809102224311133138129038B °1112222221222222222222221221221α...............................0000000000000000000000000000000 02 1111122211112212211122121121121...............................0A °55555555555555555555555555555556α1111111111111111111111111111111 LC 3 5556565564209866286896233647609Am8888888877776666655444443332231...............................Dm052815197799815702368123781236733457802583948384949405050616161111223344556678899001122111111 00000000000000000100000000......................Bm000000......m...429653085429643082374763107563712357915935936048259370482691112223344455566777888 2 8888850693341132113313232222322B °1111113111111111111111111111111α...............................0000000000000000000000000000000 1 7778724580016708779970708889997B °2222224222221121111112121111111α...............................0000000000000000000000000000000 02 2222223221111111111111111111111...............................0A °55555555555555555555555555555553α1111111111111111111111111111111 LC 3 7775437262083116300267236410849Am8888888877766665555433332222110...............................Dm052815197799815702368123781236733457802583948384949405050616161111223344556678899001122111111 0000000000000000100000000000000.......................Bm0.......m.567878898901011294911933467905511344680260571593715937160482611122233344555667788899 2 8888850690855272224122121222000B °1111113111111111111111111111111α...............................0000000000000000000000000000000 1 7778724585732859881777787787666B °2222224221222121112111111111111α............................... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002 2222223221222121111111111111111...............................5A °55555555555555555555555555555551α1111111111111111111111111111111 LC 3 7775437260063903076529639740529Am8888888877766565544332221111009...............................Dm052815197799815702368123781236633457802583948384949405050616161111223344556678899001122111111 0000000000000000.10000000000000......................Bm00.......m.136691457025681393911933463807811344680271682715938260593716011122233444556677788990 1S P1?3456802468024680246802468N ? 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? 1? ? 024680246802468024681223456811111222223333344444 000 N5050050050000000000000000000050D122456802505050505050505050511122334455667788990011211111 78 fo 73 egaP dradnats KOSRONNORSOK standard L-005 Edition 2, May 2006 NORSOK standard L-005

Edition 2, May 2006

A.4 Integral flanges

Dimensions specific to the integral flanges are given in this clause and are defined in the drawing below. All other dimensions are found in Tables A.1 to A.6 for WN flanges. Dimensions shall comply with requirements in ASME B16.34 and ISO 14313. The face angles for the integral flanges are based on the stiffness of flange ring and flange neck. For each flange size, two face angles are listed. One for the minimum neck thickness that can be used, tmin and the other angle is valid for the maximum neck thickness that can be used, tmax.

For all integral flanges the face dimensions shall be interpolated between their listed values at maximum and minimum neck thickness. Calculating methods and examples are included in Annex H. The minimum value for flange face angle αB1 is set to 0,15°. Any calculation resulting in smaller angles than 0,15° shall select angles and dimension corresponding to 0,15°.

For all use of the integral flange design it is an imperative requirement that the external transition between the flange ring and the neck has a smooth curvature, with no rapid diametrical steps, notches or other imperfections. The radius 'RV1' tabulated in table A.9 to A.14 shall be adhered to. This is to prevent local high stress areas at the transition.

Some types of equipment and valves may use an internal nozzle at flange ends, e.g. a corrosion resistant nozzle at inlet of a Pressure Safety Valve. It is then recommended to design this inlet nozzle and the supporting body flange as a rigid construction with no flange angle (αB1 = 0°). The thickness of the inlet nozzle and the supporting body flange shall then be minimum 2,5 x HW3. The nozzle flange shall have the same external diameter, DW3, as the mating WN flange, or an external forged ring shall provide full closure at the external flange diameter in order to protect bolting from environmental moist etc.

Dimensions and angles in A.4 and Annex H might not cover equipment body designs with special flange configuration, e.g. funnel-shaped flange neck design differing considerably from a cylindrical design as specified in this standard. It is the equipment supplier’s responsibility to verify that their design is in accordance with the general requirements described in this NORSOK standard.

Standard bore diameter within a pressure class may be used if accepted by the purchaser. The standard bore should be selected within the given bore range for the actual size and pressure class. Smaller bore diameters may be accepted if the flange face angle is adjusted according to the actual flange warping

stiffness. The flange functionality will not be affected by a bore diameter step at the mating faces between an integral flange and another flange component to this NORSOK standard. However, other functional

requirements such as effect on flow patterns, and pigging requirements may limit the step change at the mating faces.

NORSOK standard

Page 38 of 87

5WH 78 fo 93 egaP dradnats KOSRONNORSOK standard L-005 Edition 2, May 2006 Figure A.3 – Nomenclatures for integral flanges NORSOK standard L-005

Table A.9 – Dimensions for CL 150 integral flanges

Edition 2, May 2006

CL 150

tmin/tmax

NPS DN

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

? 15 2.11 21.3 17.1 30.88 15.2 0.30 0.20 3.0 ? 15 5.15 22.0 11.7 30.87 15.2 0.24 0.16 3.0 ? 20 2.11 26.7 22.5 35.88 15.2 0.32 0.21 3.0 ? 20 7.70 31.0 15.6 35.86 15.2 0.22 0.15 3.0 1 25 2.77 33.4 27.9 42.88 15.2 0.34 0.23 3.0 1 25 9.15 39.0 20.7 42.85 15.1 0.21 0.14 3.0 1? 40 2.77 48.3 42.8 58.88 15.3 0.42 0.28 3.0 1? 40 6.95 52.0 38.1 58.86 15.2 0.30 0.20 3.0 2 50 2.77 60.3 54.8 71.88 15.3 0.45 0.30 3.0 2 50 8.90 67.0 49.2 71.84 15.2 0.25 0.17 3.0 2? 65 3.05 73.0 66.9 85.86 15.3 0.40 0.27 4.0 2? 65 8.65 80.0 62.7 85.83 15.2 0.23 0.15 4.0 3 80 3.05 88.9 82.8 101.96 15.6 0.90 0.60 4.0 3 80 8.05 94.0 77.9 101.90 15.4 0.58 0.39 4.0 4 100 3.05 114.3 108.2 129.90 15.4 0.59 0.39 4.0 4 100 9.85 122.0 102.3 129.84 15.2 0.35 0.23 4.0 5 125 3.40 141.3 134.5 157.90 15.5 0.75 0.50 4.0 5 125 10.40 149.0 128.2 157.82 15.3 0.46 0.31 4.0 6 150 3.40 168.3 161.5 187.86 15.4 0.61 0.41 4.0 6 150 11.95 178.0 154.1 187.77 15.2 0.35 0.23 4.0 8 200 3.76 219.1 211.6 239.89 15.6 0.90 0.60 4.0 8 200 12.80 232.0 206.4 239.74 15.3 0.38 0.25 4.0 10 250 4.19 273.1 264.7 299.88 15.6 0.82 0.55 6.0 10 250 16.30 293.0 260.4 299.69 15.2 0.30 0.20 6.0 12 300 4.57 323.9 314.8 348.91 15.6 0.91 0.60 6.0 12 300 14.40 340.0 311.2 348.70 15.3 0.40 0.27 6.0 14 350 4.78 355.6 346.0 381.86 15.5 0.78 0.52 6.0 14 350 17.60 375.0 339.8 381.64 15.2 0.28 0.19 6.0 16 400 4.78 406.4 396.8 435.99 15.7 1.07 0.71 6.0 16 400 19.70 430.0 390.6 435.65 15.2 0.37 0.24 6.0 18 450 4.78 457.2 447.6 487.92 15.6 0.91 0.60 6.0 18 450 18.30 478.0 441.4 487.64 15.3 0.38 0.25 6.0 20 500 5.54 508.0 496.9 540.93 15.6 0.93 0.62 6.0 20 500 21.55 532.0 488.9 540.59 15.2 0.34 0.22 6.0 22 550 5.54 558.8 547.7 592.95 15.6 0.95 0.63 6.0 22 550 23.15 586.0 539.7 592.56 15.2 0.33 0.22 6.0 24 600 6.35 609.6 596.9 644.02 15.7 1.03 0.69 6.0 24 600 25.25 641.0 590.5 643.57 15.3 0.37 0.25 6.0 26 650 7.92 660.4 644.6 696.85 15.6 0.84 0.56 6.0 26 650 26.85 695.0 641.3 696.46 15.2 0.31 0.21 6.0 28 700 7.92 711.2 695.4 748.89 15.6 0.89 0.59 6.0 28 700 28.45 749.0 692.1 748.44 15.2 0.31 0.21 6.0 30 750 7.92 762.0 746.2 801.92 15.6 0.92 0.61 6.0 30 750 33.70 804.0 736.6 801.37 15.2 0.27 0.18 6.0 32 800 7.92 812.8 797.0 852.95 15.6 0.95 0.63 6.0 32 800 34.30 856.0 787.4 852.36 15.2 0.28 0.19 6.0 34 850 7.92 863.6 847.8 903.98 15.7 1.00 0.66 6.0 34 850 35.40 909.0 838.2 903.34 15.2 0.29 0.19 6.0 36 900 7.92 914.4 898.6 958.01 15.7 1.00 0.67 6.0 36 900 33.00 955.0 889.0 957.38 15.2 0.36 0.24 6.0 38 950 9.53 965.2 946.1 1009.02 15.7 1.01 0.67 6.0 38 950 35.10 1010.0 939.8 1008.35 15.2 0.36 0.24 6.0 40 1000 9.53 1016.0 996.9 1062.06 15.7 1.03 0.69 6.0 40 1000 38.20 1067.0 990.6 1061.30 15.2 0.33 0.22 6.0 42 1050 9.53 1066.8 1047.7 1113.11 15.7 1.09 0.72 6.0 42 1050 36.30 1114.0 1041.4 1112.33 15.3 0.38 0.25 6.0 44 1100 9.53 1117.6 1098.5 1164.03 15.7 1.01 0.67 8.0 44 1100 36.90 1166.0 1092.2 1163.28 15.2 0.36 0.24 8.0 46 1150 9.53 1168.4 1149.3 1217.08 15.7 1.05 0.70 8.0 46 1150 37.50 1218.0 1143.0 1216.27 15.3 0.37 0.25 8.0 48 1200 9.53 1219.2 1200.1 1268.10 15.7 1.06 0.71 8.0 48 1200 38.60 1271.0 1193.8 1267.26 15.3 0.37 0.25 8.0

NORSOK standard

Page 40 of 87

NORSOK standard L-005

Table A.10 – Dimensions for CL 300 integral flanges

Edition 2, May 2006

CL 300

NPS DN tmin/tmax

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

3.0 3.0 3.0 3.0 3.0 3.0

3.0 3.0 3.0 3.0

4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 8.0 8.0 8.0 8.0 8.0 8.0 ? 15 2.11 21.3 17.1 30.88 15.2 0.30 0.20 ? 15 5.15 22.0 11.7 30.87 15.2 0.24 0.16 ? 20 2.11 26.7 22.5 35.88 15.2 0.32 0.21 ? 20 7.70 31.0 15.6 35.86 15.2 0.22 0.15 1 25 2.77 33.4 27.9 42.88 15.2 0.34 0.23 1 25 9.15 39.0 20.7 42.85 15.1 0.21 0.14 1? 40 2.77 48.3 42.8 58.88 15.3 0.42 0.28 1? 40 6.95 52.0 38.1 58.86 15.2 0.30 0.20 2 50 2.77 60.3 54.8 71.88 15.3 0.45 0.30 2 50 8.90 67.0 49.2 71.84 15.2 0.25 0.17 2? 65 3.05 73.0 66.9 85.86 15.3 0.40 0.27 2? 65 8.65 80.0 62.7 85.83 15.2 0.23 0.15 3 80 3.05 88.9 82.8 101.96 15.6 0.90 0.60 3 80 8.05 94.0 77.9 101.90 15.4 0.58 0.39 4 100 3.05 114.3 108.2 129.90 15.4 0.59 0.39 4 100 9.85 122.0 102.3 129.84 15.2 0.35 0.23 5 125 3.40 141.3 134.5 157.90 15.5 0.75 0.50 5 125 10.40 149.0 128.2 157.82 15.3 0.46 0.31 6 150 3.40 168.3 161.5 187.86 15.4 0.61 0.41 6 150 11.95 178.0 154.1 187.77 15.2 0.35 0.23 8 200 3.76 219.1 211.6 239.88 15.4 0.64 0.42 8 200 14.65 232.0 202.7 239.77 15.2 0.36 0.24 10 250 4.19 273.1 264.7 299.96 15.5 0.78 0.52 10 250 15.70 286.0 254.6 299.80 15.3 0.45 0.30 12 300 4.57 323.9 314.8 348.89 15.4 0.64 0.43 12 300 18.35 340.0 303.3 348.72 15.2 0.34 0.23 14 350 4.78 355.6 346.0 381.92 15.5 0.70 0.47 14 350 20.85 375.0 333.3 381.71 15.2 0.34 0.22 16 400 4.78 406.4 396.8 436.01 15.5 0.79 0.53 16 400 24.50 430.0 381.0 435.72 15.3 0.37 0.25 18 450 6.35 457.2 444.5 488.01 15.5 0.79 0.52 18 450 24.65 478.0 428.7 487.72 15.3 0.40 0.26 20 500 6.35 508.0 495.3 541.04 15.5 0.80 0.54 20 500 24.10 526.0 477.8 540.76 15.3 0.46 0.30 22 550 9.53 558.8 539.7 593.04 15.5 0.79 0.53 22 550 32.85 580.0 514.3 592.65 15.2 0.35 0.23 24 600 9.53 609.6 590.5 644.14 15.6 0.88 0.58 24 600 29.70 634.0 574.6 643.76 15.3 0.47 0.31 26 650 7.92 660.4 644.6 697.16 15.6 0.93 0.62 26 650 29.80 688.0 628.4 696.73 15.3 0.50 0.34 28 700 7.92 711.2 695.4 749.07 15.6 0.84 0.56 28 700 31.80 743.0 679.4 748.66 15.3 0.44 0.30 30 750 7.92 762.0 746.2 802.24 15.6 0.96 0.64 30 750 37.00 801.0 727.0 801.67 15.3 0.46 0.31 32 800 9.53 812.8 793.7 853.14 15.6 0.86 0.57 32 800 38.10 854.0 777.8 852.61 15.3 0.42 0.28 34 850 9.53 863.6 844.5 904.32 15.7 0.98 0.66 34 850 41.70 907.0 823.6 903.66 15.3 0.46 0.31 36 900 9.53 914.4 895.3 958.23 15.6 0.91 0.60 36 900 44.50 959.0 870.0 957.57 15.3 0.41 0.27 38 950 12.70 965.2 939.8 1009.26 15.6 0.92 0.61 38 950 44.40 1014.0 925.2 1008.60 15.3 0.44 0.29 40 1000 12.70 1016.0 990.6 1062.28 15.6 0.91 0.61 40 1000 49.70 1071.0 971.6 1061.53 15.3 0.40 0.26 42 1050 12.70 1066.8 1041.4 1113.40 15.7 0.97 0.65 42 1050 46.80 1116.0 1022.4 1112.65 15.3 0.49 0.32 44 1100 12.70 1117.6 1092.2 1164.50 15.7 1.04 0.69 44 1100 50.20 1168.0 1067.6 1163.63 15.3 0.48 0.32 46 1150 12.70 1168.4 1143.0 1217.51 15.7 1.02 0.68 46 1150 49.80 1218.0 1118.4 1216.67 15.3 0.51 0.34 48 1200 12.70 1219.2 1193.8 1268.45 15.7 0.98 0.65 48 1200 50.90 1271.0 1169.2 1267.61 15.3 0.48 0.32

NORSOK standard

Page 41 of 87

NORSOK standard L-005

Table A.11 – Dimensions for CL 600 integral flanges

Edition 2, May 2006

CL 600

NPS DN tmin/tmax

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

? 15 2.77 21.3 15.8 30.85 15.1 0.15 0.10 3.0 ? 15 7.65 27.0 11.7 30.85 15.1 0.15 0.10 3.0 ? 20 2.87 26.7 21.0 35.85 15.1 0.15 0.10 3.0 ? 20 8.70 33.0 15.6 35.85 15.1 0.15 0.10 3.0 1 25 2.77 33.4 27.9 42.85 15.1 0.14 0.10 3.0 1 25 10.15 41.0 20.7 42.84 15.1 0.15 0.10 3.0 1? 40 2.77 48.3 42.8 58.88 15.2 0.29 0.19 3.0 1? 40 12.00 58.0 34.0 58.86 15.1 0.19 0.13 3.0 2 50 2.77 60.3 54.8 71.89 15.2 0.33 0.22 3.0 2 50 15.10 73.0 42.8 71.84 15.1 0.17 0.11 3.0 2? 65 3.05 73.0 66.9 85.91 15.3 0.41 0.27 4.0 2? 65 14.00 87.0 59.0 85.86 15.2 0.26 0.17 4.0 3 80 3.05 88.9 82.8 101.93 15.4 0.53 0.35 4.0 3 80 12.15 98.0 73.7 101.87 15.2 0.34 0.22 4.0 4 100 3.05 114.3 108.2 129.96 15.4 0.57 0.38 4.0 4 100 15.90 129.0 97.2 129.87 15.2 0.33 0.22 4.0 5 125 3.40 141.3 134.5 157.87 15.3 0.46 0.31 4.0 5 125 16.90 156.0 122.2 157.79 15.2 0.27 0.18 4.0 6 150 7.11 168.3 154.1 187.84 15.3 0.44 0.29 4.0 6 150 18.80 184.0 146.4 187.76 15.2 0.25 0.16 4.0 8 200 6.35 219.1 206.4 239.91 15.4 0.58 0.39 4.0 8 200 21.65 237.0 193.7 239.77 15.2 0.29 0.20 4.0 10 250 6.35 273.1 260.4 299.94 15.4 0.59 0.40 6.0 10 250 25.05 293.0 242.9 299.77 15.2 0.31 0.21 6.0 12 300 8.38 323.9 307.1 349.01 15.5 0.67 0.45 6.0 12 300 28.55 346.0 288.9 348.78 15.2 0.35 0.23 6.0 14 350 7.92 355.6 339.8 382.06 15.5 0.73 0.49 6.0 14 350 29.75 377.0 317.5 381.79 15.3 0.37 0.25 6.0 16 400 9.53 406.4 387.3 436.09 15.5 0.72 0.48 6.0 16 400 33.75 431.0 363.5 435.79 15.3 0.37 0.25 6.0 18 450 9.53 457.2 438.1 488.19 15.5 0.81 0.54 6.0 18 450 38.75 487.0 409.5 487.79 15.3 0.39 0.26 6.0 20 500 12.70 508.0 482.6 541.20 15.5 0.81 0.54 6.0 20 500 41.20 538.0 455.6 540.79 15.3 0.39 0.26 6.0 22 550 12.70 558.8 533.4 593.17 15.5 0.75 0.50 8.0 22 550 45.20 592.0 501.6 592.74 15.2 0.35 0.23 8.0 24 600 12.70 609.6 584.2 644.23 15.5 0.79 0.53 8.0 24 600 49.65 647.0 547.7 643.72 15.2 0.35 0.23 8.0 26 650 14.20 660.4 632.0 697.24 15.6 0.83 0.55 8.0 26 650 46.30 697.0 604.4 696.73 15.3 0.41 0.27 8.0 28 700 15.88 711.2 679.4 749.39 15.6 0.92 0.61 8.0 28 700 44.90 745.0 655.2 748.85 15.3 0.51 0.34 8.0 30 750 15.88 762.0 730.2 802.45 15.6 0.95 0.63 8.0 30 750 48.50 799.0 702.0 801.83 15.3 0.50 0.33 8.0 32 800 17.48 812.8 777.8 853.41 15.6 0.89 0.59 8.0 32 800 48.60 850.0 752.8 852.85 15.3 0.50 0.34 8.0 34 850 17.48 863.6 828.6 904.56 15.6 0.96 0.64 9.0 34 850 51.70 903.0 799.6 903.90 15.4 0.53 0.36 9.0 36 900 19.05 914.4 876.3 958.35 15.5 0.78 0.52 9.0 36 900 57.30 957.0 842.4 957.75 15.3 0.43 0.28 9.0 38 950 20.00 965.2 925.2 1009.57 15.6 0.92 0.61 9.0 38 950 57.40 1008.0 893.2 1008.86 15.3 0.51 0.34 9.0 40 1000 20.00 1016.0 976.0 1062.68 15.7 0.97 0.65 9.0 40 1000 63.00 1062.0 936.0 1061.82 15.3 0.49 0.33 9.0 42 1050 22.20 1066.8 1022.4 1113.54 15.6 0.85 0.56 9.0 42 1050 59.60 1106.0 986.8 1112.87 15.3 0.50 0.33 9.0 44 1100 22.20 1117.6 1073.2 1164.68 15.6 0.92 0.61 10.0 44 1100 66.20 1160.0 1027.6 1163.85 15.3 0.50 0.33 10.0 46 1150 22.20 1168.4 1124.0 1217.92 15.7 1.03 0.69 10.0 46 1150 71.30 1221.0 1078.4 1216.88 15.4 0.52 0.35 10.0 48 1200 25.00 1219.2 1169.2 1268.61 15.6 0.83 0.55 10.0 48 1200 71.90 1273.0 1129.2 1267.80 15.3 0.46 0.31 10.0

NORSOK standard

Page 42 of 87

NORSOK standard L-005

Table A.12 – Dimensions for CL 900 integral flanges

Edition 2, May 2006

CL 900

NPS DN tmin/tmax

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

? 15 2.77 21.3 15.8 30.85 15.1 0.15 0.10 3.0 ? 15 7.65 27.0 11.7 30.85 15.1 0.15 0.10 3.0 ? 20 2.87 26.7 21.0 35.85 15.1 0.15 0.10 3.0 ? 20 8.70 33.0 15.6 35.85 15.1 0.15 0.10 3.0 1 25 3.38 33.4 26.6 42.85 15.1 0.15 0.10 3.0 1 25 10.15 41.0 20.7 42.84 15.1 0.15 0.10 3.0 1? 40 2.77 48.3 42.8 58.88 15.2 0.29 0.19 3.0 1? 40 12.00 58.0 34.0 58.86 15.1 0.19 0.13 3.0 2 50 2.77 60.3 54.8 71.89 15.2 0.33 0.22 3.0 2 50 15.10 73.0 42.8 71.84 15.1 0.17 0.11 3.0 2? 65 3.05 73.0 66.9 85.91 15.3 0.41 0.27 4.0 2? 65 16.55 87.0 53.9 85.85 15.2 0.22 0.15 4.0 3 80 3.05 88.9 82.8 101.93 15.4 0.53 0.35 4.0 3 80 15.70 98.0 66.6 101.85 15.2 0.26 0.17 4.0 4 100 3.05 114.3 108.2 129.96 15.4 0.57 0.38 4.0 4 100 18.50 129.0 92.0 129.86 15.2 0.29 0.19 4.0 5 125 6.55 141.3 128.2 157.86 15.3 0.43 0.28 4.0 5 125 20.05 156.0 115.9 157.78 15.2 0.23 0.15 4.0 6 150 7.11 168.3 154.1 187.87 15.3 0.45 0.30 4.0 6 150 24.60 189.0 139.8 187.76 15.1 0.21 0.14 4.0 8 200 6.35 219.1 206.4 239.97 15.4 0.59 0.39 6.0 8 200 29.20 241.0 182.6 239.78 15.2 0.27 0.18 6.0 10 250 7.80 273.1 257.5 299.99 15.4 0.59 0.39 6.0 10 250 31.40 293.0 230.2 299.78 15.2 0.30 0.20 6.0 12 300 8.38 323.9 307.1 349.03 15.4 0.62 0.41 7.0 12 300 36.45 346.0 273.1 348.77 15.2 0.29 0.20 7.0 14 350 9.53 355.6 336.5 382.06 15.4 0.65 0.43 7.0 14 350 41.00 382.0 300.0 381.76 15.2 0.29 0.19 7.0 16 400 12.70 406.4 381.0 436.11 15.4 0.66 0.44 7.0 16 400 48.25 441.0 344.5 435.74 15.2 0.28 0.19 7.0 18 450 11.13 457.2 434.9 488.20 15.5 0.73 0.49 7.0 18 450 48.25 495.0 398.5 487.78 15.2 0.33 0.22 7.0 20 500 12.70 508.0 482.6 541.28 15.5 0.77 0.51 8.0 20 500 51.05 545.0 442.9 540.81 15.2 0.37 0.24 8.0 22 550 22.23 558.8 514.3 593.26 15.5 0.73 0.48 8.0 22 550 54.55 598.0 488.9 592.83 15.3 0.39 0.26 8.0 24 600 14.27 609.6 581.1 644.44 15.6 0.84 0.56 10.0 24 600 60.60 653.0 531.8 643.83 15.3 0.38 0.25 10.0 26 650 14.20 660.4 632.0 697.46 15.6 0.86 0.57 10.0 26 650 58.80 706.0 588.4 696.85 15.3 0.43 0.29 10.0 28 700 22.20 711.2 666.8 749.16 15.4 0.59 0.39 10.0 28 700 63.90 759.0 631.2 748.73 15.2 0.33 0.22 10.0 30 750 17.50 762.0 727.0 802.29 15.4 0.66 0.44 11.0 30 750 68.00 808.0 672.0 801.75 15.2 0.35 0.23 11.0 32 800 25.00 812.8 762.8 853.31 15.4 0.66 0.44 11.0 32 800 70.60 864.0 722.8 852.78 15.2 0.37 0.24 11.0 34 850 25.00 863.6 813.6 904.73 15.6 0.90 0.60 12.0 34 850 75.70 915.0 763.6 903.92 15.3 0.46 0.31 12.0 36 900 22.20 914.4 870.0 958.48 15.5 0.71 0.47 12.0 36 900 77.30 969.0 814.4 957.83 15.3 0.39 0.26 12.0 38 950 30.00 965.2 905.2 1009.85 15.6 0.92 0.61 13.0 38 950 83.90 1023.0 855.2 1008.95 15.3 0.47 0.32 13.0 40 1000 30.00 1016.0 956.0 1062.61 15.5 0.75 0.50 14.0 40 1000 85.50 1077.0 906.0 1061.86 15.3 0.41 0.28 14.0 42 1050 25.00 1066.8 1016.8 1113.96 15.6 0.92 0.61 14.0 42 1050 91.10 1129.0 946.8 1112.92 15.3 0.45 0.30 14.0 44 1100 32.00 1117.6 1053.6 1164.59 15.5 0.70 0.47 15.0 44 1100 92.70 1183.0 997.6 1163.82 15.3 0.39 0.26 15.0 46 1150 36.00 1168.4 1096.4 1217.70 15.5 0.73 0.49 15.0 46 1150 93.30 1225.0 1038.4 1216.92 15.3 0.43 0.28 15.0 48 1200 36.00 1219.2 1147.2 1269.16 15.6 0.93 0.62 16.0 48 1200 102.40 1294.0 1089.2 1268.03 15.3 0.49 0.32 16.0

NORSOK standard

Page 43 of 87

NORSOK standard L-005

Table A.13 – Dimensions for CL 1500 integral flanges

Edition 2, May 2006

CL 1500

NPS DN tmin/tmax

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

? 15 2.77 21.3 15.8 30.85 15.1 0.15 0.10 3.0 ? 15 10.30 27.0 6.4 30.84 15.1 0.15 0.10 3.0 ? 20 2.87 26.7 21.0 35.85 15.1 0.15 0.10 3.0 ? 20 10.95 33.0 11.1 35.84 15.1 0.15 0.10 3.0 1 25 3.38 33.4 26.6 42.85 15.1 0.15 0.10 3.0 1 25 12.90 41.0 15.2 42.84 15.1 0.15 0.10 3.0 1? 40 3.68 48.3 40.9 58.88 15.2 0.28 0.19 3.0 1? 40 15.00 58.0 28.0 58.85 15.1 0.15 0.10 3.0 2 50 3.91 60.3 52.5 71.88 15.2 0.32 0.21 3.0 2 50 17.40 73.0 38.2 71.84 15.1 0.15 0.10 3.0 2? 65 5.16 73.0 62.7 85.90 15.3 0.39 0.26 4.0 2? 65 21.00 87.0 45.0 85.84 15.1 0.16 0.11 4.0 3 80 5.49 88.9 77.9 101.95 15.3 0.49 0.33 4.0 3 80 23.30 105.0 58.4 101.85 15.1 0.21 0.14 4.0 4 100 6.02 114.3 102.3 129.97 15.3 0.51 0.34 4.0 4 100 27.45 135.0 80.1 129.85 15.2 0.22 0.15 4.0 5 125 9.53 141.3 122.2 157.94 15.3 0.52 0.34 4.0 5 125 26.90 157.0 103.2 157.82 15.2 0.28 0.19 4.0 6 150 10.97 168.3 146.4 187.95 15.3 0.50 0.33 5.0 6 150 33.30 191.0 124.4 187.81 15.2 0.25 0.17 5.0 8 200 12.70 219.1 193.7 239.96 15.3 0.49 0.32 6.0 8 200 40.45 250.0 169.1 239.78 15.2 0.23 0.15 6.0 10 250 12.70 273.1 247.7 300.04 15.4 0.53 0.35 7.0 10 250 49.55 315.0 215.9 299.79 15.2 0.24 0.16 7.0 12 300 14.27 323.9 295.4 349.08 15.4 0.57 0.38 8.0 12 300 56.35 370.0 257.3 348.77 15.2 0.24 0.16 8.0 14 350 19.05 355.6 317.5 382.14 15.4 0.61 0.40 9.0 14 350 59.40 403.0 284.2 381.80 15.2 0.27 0.18 9.0 16 400 21.44 406.4 363.5 436.09 15.3 0.51 0.34 10.0 16 400 66.80 459.0 325.4 435.77 15.2 0.24 0.16 10.0 18 450 23.83 457.2 409.5 488.30 15.4 0.67 0.44 11.0 18 450 74.15 515.0 366.7 487.81 15.2 0.29 0.20 11.0 20 500 26.19 508.0 455.6 541.27 15.4 0.60 0.40 12.0 20 500 82.00 572.0 408.0 540.79 15.2 0.27 0.18 12.0 22 550 34.93 558.8 488.9 593.18 15.3 0.50 0.33 13.0 22 550 91.60 634.0 450.8 592.76 15.2 0.24 0.16 13.0 24 600 30.96 609.6 547.7 644.48 15.5 0.68 0.45 14.0 24 600 98.75 688.0 490.5 643.81 15.2 0.29 0.19 14.0 26 650 32.00 660.4 596.4 697.14 15.3 0.46 0.31 14.0 26 650 102.30 745.0 540.4 696.68 15.2 0.23 0.15 14.0 28 700 36.00 711.2 639.2 749.22 15.3 0.49 0.33 15.0 28 700 106.90 805.0 591.2 748.71 15.2 0.25 0.16 15.0 30 750 36.00 762.0 690.0 802.49 15.4 0.62 0.41 16.0 30 750 116.00 864.0 632.0 801.76 15.2 0.28 0.19 16.0 32 800 40.00 812.8 732.8 853.28 15.3 0.50 0.33 16.0 32 800 107.10 887.0 672.8 852.76 15.2 0.28 0.18 16.0 34 850 40.00 863.6 783.6 904.35 15.3 0.51 0.34 17.0 34 850 108.20 930.0 713.6 903.80 15.2 0.30 0.20 17.0 36 900 45.00 914.4 824.4 958.49 15.4 0.57 0.38 18.0 36 900 118.80 992.0 754.4 957.84 15.2 0.32 0.21 18.0 38 950 50.00 965.2 865.2 1009.67 15.4 0.64 0.43 19.0 38 950 122.40 1050.0 805.2 1008.93 15.2 0.36 0.24 19.0 40 1000 50.00 1016.0 916.0 1062.47 15.4 0.52 0.35 20.0 40 1000 129.50 1105.0 846.0 1061.82 15.2 0.30 0.20 20.0 42 1050 50.00 1066.8 966.8 1113.66 15.4 0.58 0.39 20.0 42 1050 128.60 1144.0 886.8 1112.94 15.2 0.34 0.23 20.0 44 1100 55.00 1117.6 1007.6 1164.46 15.3 0.50 0.33 22.0 44 1100 144.20 1216.0 927.6 1163.76 15.2 0.28 0.19 22.0 46 1150 60.00 1168.4 1048.4 1217.68 15.4 0.57 0.38 24.0 46 1150 156.30 1261.0 948.4 1216.82 15.2 0.30 0.20 24.0 48 1200 60.00 1219.2 1099.2 1268.47 15.3 0.48 0.32 26.0 48 1200 159.90 1309.0 989.2 1267.73 15.2 0.27 0.18 26.0

NORSOK standard

Page 44 of 87

NORSOK standard L-005

Table A.14 – Dimensions for CL 2500 integral flanges

Edition 2, May 2006

CL 2500

NPS DN tmin/tmax

mm

Amin Amax mm

Bmax Bmin mm

DA3 mm

αA2 °

αB1 °

αB2 °

Rv1 mm

? 15 2.77 21.3 15.8 30.85 15.1 0.15 0.10 3.0 ? 15 10.30 27.0 6.4 30.84 15.1 0.15 0.10 3.0 ? 20 2.87 26.7 21.0 35.85 15.1 0.15 0.10 3.0 ? 20 10.95 33.0 11.1 35.84 15.1 0.15 0.10 3.0 1 25 3.38 33.4 26.6 42.85 15.1 0.15 0.10 3.0 1 25 12.90 41.0 15.2 42.84 15.1 0.15 0.10 3.0 1? 40 3.68 48.3 40.9 58.88 15.2 0.28 0.19 3.0 1? 40 17.35 58.0 23.3 58.84 15.1 0.15 0.10 3.0 2 50 3.91 60.3 52.5 71.90 15.2 0.34 0.23 3.0 2 50 20.55 73.0 31.9 71.85 15.1 0.16 0.10 3.0 2? 65 7.01 73.0 59.0 85.92 15.2 0.35 0.23 4.0 2? 65 24.50 90.0 41.0 85.85 15.1 0.17 0.11 4.0 3 80 5.49 88.9 77.9 101.96 15.3 0.44 0.29 4.0 3 80 25.05 104.0 53.9 101.87 15.1 0.22 0.14 4.0 4 100 8.56 114.3 97.2 129.94 15.2 0.37 0.24 5.0 4 100 31.55 133.0 69.9 129.85 15.1 0.18 0.12 5.0 5 125 15.88 141.3 109.5 157.91 15.3 0.39 0.26 6.0 5 125 35.85 163.0 91.3 157.81 15.2 0.22 0.15 6.0 6 150 10.97 168.3 146.4 187.96 15.3 0.45 0.30 7.0 6 150 43.85 196.0 108.3 187.79 15.1 0.20 0.13 7.0 8 200 15.09 219.1 188.9 240.01 15.3 0.47 0.31 8.0 8 200 52.95 253.0 147.1 239.80 15.1 0.21 0.14 8.0 10 250 15.09 273.1 242.9 300.11 15.4 0.52 0.35 11.0 10 250 67.95 319.0 183.1 299.80 15.1 0.22 0.14 11.0 12 300 17.48 323.9 288.9 349.23 15.4 0.60 0.40 13.0 12 300 81.05 376.0 213.9 348.80 15.2 0.22 0.15 13.0 14 350 19.05 355.6 317.5 382.26 15.4 0.59 0.40 15.0 14 350 83.20 412.0 245.6 381.81 15.2 0.24 0.16 15.0 16 400 21.44 406.4 363.5 436.44 15.4 0.66 0.44 18.0 16 400 98.30 473.0 276.4 435.85 15.2 0.26 0.17 18.0 18 450 23.88 457.2 409.4 488.32 15.4 0.56 0.37 20.0 18 450 108.90 535.0 317.2 487.77 15.1 0.21 0.14 20.0 20 500 26.19 508.0 455.6 541.43 15.4 0.61 0.41 22.0 20 500 117.00 582.0 348.0 540.79 15.2 0.23 0.15 22.0 22 550 53.98 558.8 450.8 593.41 15.4 0.56 0.37 24.0 22 550 122.10 633.0 388.8 592.88 15.2 0.28 0.18 24.0 24 600 52.37 609.6 504.9 644.53 15.4 0.59 0.40 26.0 24 600 136.20 692.0 419.6 643.86 15.2 0.27 0.18 26.0

NORSOK standard

Page 45 of 87

NORSOK standard L-005

Edition 2, May 2006

A.5 Rigid interfaces

Rigid interfaces shall be made with seal grooves as specified in Annex B. The threaded bolt holes shall be made with minimum free hole depths and minimum thread engagement lengths as shown in Annex B. Flange bore shall not exceed the maximum bore listed for WN flanges. Diameters Di1 and Di2 shall be the same as diameters DW1 and DW2 respectively, and as given in Table A.1 to Table A.6 for WN flanges. The thickness of an RI flange shall be minimum 2,5 x HW3, see A.4, 4th paragraph. Rigid interfaces with zero angles α B1 and α B2 may also be used for wafer type valve designs.

Figure A.4 – Nomenclatures for rigid interface flanges

Table A.15 – Bolt related flange data

Free hole plus thread Total depth Bolt hole Recess

engagement diameter

L1 ± 1 L2 ± 1 L3 ± 1 L E2

in mm mm mm mm mm ? 13 28 36 15.00 1.0 ? 15 34 44 18.00 1.0 ? 18 41 52 22.00 1.0 ? 21 48 61 25.00 1.0 1 24 55 69 29.00 1.5 1 ? 27 63 78 32.00 1.5 1 ? 31 71 87 35.00 1.5 1 ? 34 80 97 38.00 1.5 1 ? 37 87 106 ± 2 42.00 1.5 1 ? 41 95 116 45.00 1.5 1 ? 44 105 ± 2 125 49.00 1.5 1 ? 47 113 134 52.00 1.5 2 50 121 143 55.00 2.0 2 ? 57 137 160 62.00 2.0 2 ? 63 153 177 68.00 2.0 2 ? 69 168 195 74.00 2.0 3 76 185 214 81.00 2.5 3 ? 83 201 232 88.00 2.5 3 ? 89 217 250 94.00 2.5 3 ? 96 233 267 101.00 2.5 4 102 249 285 107.00 2.5 NOTE Thread engagement meets requirements in ASME VIII Div.2. AD-730.

Nominal bolt

size

Free hole depth

NORSOK standard

Page 46 of 87

NORSOK standard L-005

Edition 2, May 2006

A.6 Paddle spacer/paddle blank

PS flanges and PB flanges shall be made with seal grooves as specified in Annex B. Table A.16 lists the minimum thickness of PS flanges and PB flanges. All general flange dimensions shall be according to WN flanges and listed in Table A.1 to Table A.6. For PS flanges the bore shall not exceed the maximum bore listed for WN flanges. For PB flanges the diameter B1 of no sealing surface shall not exceed the minimum bore listed for WN flanges, see Table A.1 to Table A.6.

Figure A.5 – Nomenclatures for paddle blank (PB) flange

Figure A.6 – Nomenclatures for paddle spacer (PS) flange

NORSOK standard

Page 47 of 87

NORSOK standard L-005

Edition 2, May 2006

Table A.16 – Flange thickness, HP1 (mm), for PS flanges and PB flanges

DN NPS CL 150 CL 300 CL 600 CL 900 CL 1500CL 2500

? 17.0 17.0 17.0 17.0 17.0 17.0 15

? 18.0 18.0 18.0 18.0 18.0 18.0 20

1 19.0 19.0 19.0 19.0 19.0 19.0 25

1? 22.0 22.0 22.0 22.0 22.0 22.0 40

2 23.0 23.0 23.0 23.0 23.0 25.0 50

2? 23.0 23.0 26.0 26.0 26.0 29.0 65

3 24.0 24.0 26.0 26.0 29.0 33.0 80

4 25.0 25.0 31.0 31.0 35.0 39.0 100

5 29.0 29.0 35.0 35.0 40.0 45.0 125

6 32.0 32.0 37.0 40.0 45.0 52.0 150

8 33.0 38.0 44.0 48.0 54.0 63.0 200

10 38.0 44.0 51.0 56.0 65.0 76.0 250

12 42.0 49.0 57.0 64.0 73.0 86.0 300

14 44.0 52.0 61.0 68.0 79.0 92.0 350

16 48.0 57.0 68.0 75.0 87.0 103.0 400

18 52.0 62.0 74.0 82.0 96.0 113.0 450

20 56.0 67.0 80.0 89.0 104.0 126.0 500

22 59.0 72.0 85.0 96.0 112.0 137.0 550

24 63.0 76.0 91.0 102.0 120.0 149.0 600

26 66.0 81.0 97.0 109.0 129.0 650

28 70.0 85.0 102.0 116.0 137.0 700

30 73.0 90.0 108.0 123.0 145.0 750

32 76.0 94.0 113.0 129.0 153.0 800

34 79.0 98.0 119.0 135.0 162.0 850

36 82.0 102.0 125.0 142.0 172.0 900

38 85.0 107.0 131.0 148.0 181.0 950

1000 40 88.0 111.0 136.0 155.0 190.0 1050 42 91.0 115.0 141.0 161.0 199.0 1100 44 95.0 119.0 147.0 167.0 208.0 1150 46 98.0 124.0 152.0 173.0 217.0 1200 48 100.0 128.0 157.0 179.0 226.0

NORSOK standard

Page 48 of 87

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